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- W2184986385 abstract "Carbon fiber-reinforced polymer (CFRP) composite materials have proven to be a viable alternative to traditional materials in strengthening reinforced concrete (RC) structures. In this context, the current paper presents an experimental investigation regarding the flexural behavior of five RC beams from which one was used as a control specimen and the other four were preloaded until flexural cracks appeared, unloaded and then strengthened with either a single CFRP laminate or a pair of them. Bending was induced by two different loading schemes until failure of the composite system occurred. The following aspects of the flexural responses of the tested beams are analyzed: failure types and crack patterns, strain distributions in the composite material and displacement profiles. Final observations have confirmed the efficiency of the composite strengthening system and revealed possible ways in which the system’s performance can be improved." @default.
- W2184986385 created "2016-06-24" @default.
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- W2184986385 date "2013-01-01" @default.
- W2184986385 modified "2023-09-27" @default.
- W2184986385 title "Flexural Performance of Reinforced Concrete Beams Strengthened with Composite Materials" @default.
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